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1,8 <br />1.6 <br />1.4 <br />1.2 <br />1 <br />4. t <br />0.8 <br />06 »4, <br />0.4 <br />0.2 , <br />0· <br />0.01 0.1 1 10 <br />- Fundainet ilal Period <br />- Probabilistic MCE (Geornetrie Mean) <br />- Deterministic MCI (Geometric Mean) <br />-I- BSE-2N (Geometric Mean) <br />Period [sec] <br />Period Range of Interest <br />- Det. Lower limit <br />Site Specific MCE (Geometric Mean) <br />- Probabilistic 2-in-50 (Geometric Mean) <br />84th Perc, Det Event (Geometric Mean) <br />- 80% Code·Based Response Spectrum <br />By: KSH 7/17/2018 <br />Checked: LT 7/24/2018 <br />Proposed Voluntary Seismic Improvements <br />888 North Main Street <br />Santa Ana, California <br />Project No. 4953-18-0631 <br />wood BSE-2N Development <br />Response Spectra <br />Spectral Acceleration <br />Figure 2